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ClarkResidence-BuildingPlans-2Written dlmenSions on this drawing shall have prer-adonco ovor scalod dimensionS. Gontar-tor Shall verify all dlmenSions, r-onditlons, etG., pertaining to the work beforo pror-eeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any Such variation Shall be resolved by the Owner prior to pror-eeding with the work, or the Contractor Shall aGGept full responslbllity for the r-ost to rer-tify same. II 5aUA F- rOOTACGF-S II MAIN LO^Eiz TOTAL GOVEf;':' ED D�GiG GOV�i��D f =OfGH D�GiG C7AfiZ:,AC::,E # �Af�,'AGE #2 251::�0 1455 4045 2l O 14� 2�8 NOTES: I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, PAINTED OR CEDAR. Z. CAULK AND SEAL ALL WINDOW/DOOR AND EXTERIOR ENVELOPE PENETRATIONS. S. GLAZING PER STATE ENERGY CODE. 4. PROTECTION FROM DECAY 15 RE0U I RED FOR ALL WOOD S 1 D I NCB AND WALL FRAM I NCB LESS THAN Z" ABOVE GONGRETE STEPS, PORGH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFAGES EXPOSED TO THE WEATHER 5. REFER TO ALL ELEVATIONS FOR TYP I GAL NOTES. 6. S.G. = SAFETY GLASS 1. ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BAGKC,ROUNO PER I RG S 1 Q.1 FLASH I NCB NOTE APPRO\/ED CORROSION —RESISTANT FLASHING - SHALL BE APPLIED SH I NC�LE FASHION IN SUCH A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVIT'I' OR PENETRATION OF WATER INTO THE BU I LD I NCB STRUCTURAL FRAMING, COMPONENTS THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING;, SHALL BE INSTALLED AT THE FOLLOW I NC2 LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPEN I N(:3S. FLASH I NCB AT EXTERIOR WINDOW AND DOOR OPEN I NC�S SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEOUENT DRA I NACRE 2. AT THE INTERSECTION OF CH I MNEI'5 OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS S. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL GOP I NC�S AND SILLS 4. CONTINUOUSLY ABO\/E ALL PROJECTING WOOD TRIM S. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME CONSTRUCTION 6. AT WALL AND ROOF INTERSECTIONS 1. AT BUILT IN GUTTERS ADDRESS NOTE: ADDRESS NUMBERS SHALL BE A MINIMUM 4" HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" AND TO BE ON A CONTRASTING BACKGROUND PER I RC S 1 ci .1 I X4 CORNEF 2X10 BARGE BOARD W/ I XS TRIM AT GABLE ENDS 2X8 FASCIA BOARD W/ METAL GUTTER 0 0� 0 00 DODO ��ST r=Lr=V'�T 1 ON SEE GENT-RAL NOTES SCALE: 1/4" = I'—O" ^r=e7 r=Lr=V/�T 1 ON SEE GENERAL NOTES SCALE: 1/4" = I'-0" ASPHALT COMP. SHINGLES ON 15# FELT MAXIMUM BUILDING HEIGHT 0 81.00' HEIGHT OF STRUCTURE ® 80.16' I BOARD AND BATTEN SIDING- I XS BATTENS ® 24" O.G. W/ PLYWOOD OR HARD I -PANEL BEHIND MAIN FLOOR P.L. PIN. PLR. MAIN ® 64.00' A\/i=RAGE OKI G 1 NAL GRADE 0 56.00' �71 R EG 15TERED P.FZGH TEGT Imir-H EL NE JOh+NSONI STATE O,N.,ON � w U M U O � � U C/� a U U N ~00V) 0c r M 0 V� �� O O V■ Oil W V fit L cl date : I I -25-19 permit: revisions: drawn by MWJ checked �by: I i^lritte-n dime-n5ion5 on thi5 drawing shall hove- pre-ce-de-nco over 5colod dimon5lon5. Gontoctor shall verify oll dlmon5ion5, conditlon5, etc., pertaining to the- work before- proceeding. The- Owner must be- notified of any vorlotlon5 from the- dlmon5ion5 and/or conditlon5 shown on these- dro"ing5. Any such voriotion shall be- ro5olvod by the- Owner prior to proceeding with the- work, or the- Gontroctor shall QGce-pt full ro5pon5ibility for the cost to rectify same-. IZ MAIN FLOOR P.L. -FIN. FLR. MAIN LOWER FLOOR P.L - - - - - - - - - - - - - -FIN. FLR. LOWER SOUTH EZJ_EZ\/AT 1 O'N, SEE GENERAL NOTES Sr ALE: 1/4" = P-O" IZ MAIN FLOOR P.L. I Li 11 11 1� 11 11 1 1 0 FIN. FLR. MAIN -LOWER FLOOR P.L LJ L�j 1 F IN. FLR. LOWER SEE GENERAL NOTES 5CALE: 1/4" = P-O" 12a-ll REG I5'fEPED ARGii I TEGT IMIGH EL YNE 10HN50.1 5TATE OF WASHINGTON w U 4 M 0 00 � W ' �-I U O ( U H N 00 cq cd H 00 0 0 00 V■ W V fill L I date: I I-Z5-I�i permit: revisions: drawn by MWJ G%1eGiGP.d by: Written dimensions on this drawing Shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any varlations from the dlmenalons and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responslbility for the cost to rectify same. c s6 d I MPSON 52'-4" 55'-0 " b" GONG. FOUNOA ION WALL TYP I GAL I5"x8" CONT. CONC. FOOTING TYP I GAL 25'-2 " 1111k— — — — — — — — — — — — — — — — — — — — —*—*-------------��--- —�--- -- `� — — — — — — — — — — — — — — — — — — — a� I W ——---------— �- - - - Xa-------------- I--- o 0 Nm� I AE3\/. II Ap\\/ II = Q�I SINK94 Si{L1R. NOTE: CONTRACTOR TO ABV. Bv' W.G.V. VERIFY WITH PLUMBER X<I ABV. EXACT LOCATION OF / \ PLUMBING AT SLAB. IL — — -J I I � I NOTE: - I I. 4" GONG. SLAB OVER PEA GRAVEL $ DRAIN SYSTEM AND GOMPAGT EARTH. W/ 6 MIL VAPOR BARRIER. 2• R-10 RIDGID INS. ENTIRE SLAB PER OPTION IA —18X8 STRIP FOOTING — — — — — — — — W/ 2-#4 CONTINUOUS s I L-------------------------------------------- mPin � I I 31'-6" L J FURN N X< CIL I SINK �ABV ry • %` I — — — — — — — — — 18X8 STRIP FOOTI hIGJ — ABv W/ 2-#4 GONTINUOUS -- — — — — — — — — — -- — — — — — — — — `� SINKR4. .{- ,Q ABV. I+��41 �/ 50 DOOR BLOGKOUT 24'-0 " C�ARAC�E 4" CONCRETE SLAB SLOPE 4" TO OVERHEAD DOOR GRANULAR FILL UNDER GARAGE SLAB SLOPE 3" TO DOOR ALL FOUNDATION WALLS THAT RETAIN EARTH AND THAT ENCLOSE -TiABITABLE OR USEABLE SPACE BELOW GRADE ARE REOU I RED TO BE WATERPROOFED FROM THE TOP OF THE FOOTINE� TO THE FINISHED GRADE PER R406.1 I P, 0 I I I o 0 L-------- 4" GONG. SLAB ON W.G. 18X8 STRIP FOOTING 4" GRAV GOMPAG L FILL ON I EARTH _ _ _ _ _ _ _ _ ABV• W/ 2-#4 GONTINUOUS Q SLOPE 1/ "/FT. I — — — — — — N PSI — — — #4 STUB TEEL I — — — — — — — — — — — X< cQ — — X a l a' 0. . MAX. a -jI I_ I I I I I ABV. � I /� II —�J �/ — \� — ---- ---- 18Xb STRIP FOOTING----------- I W/ 2-#4 CONTINUOUS I I c I------------------------------------------L I _ L----------- _ _I8_X8_STRIP FOOTING_-- J W/ 2-#4 GONTINUOUS ------------- SIM SON Q ABU 6 POST BASE I (�AiZAC�E �, U � I 4" GONGRETE SLAB SLOPE 4" TO OVEFZHEAD DOOR � FILL zGRANULAR UNDER GARAGE SLAB J1 o O SLOPE 3" TO DOOR 0 N — I I w z,3 Q o0 R��e I I I tic +�6 i� SI PSON = — K r — — — — — — — — — — — — — — — — — — — — — — — — ABUrblb BASE POST L J L-------------------- — — — — — *—x— — — — — --I L mI I I I — — — -------------►�. (2) 2X STUDS B PLATES SHEAR NOTE: I. 3X MATERIAL CAN BE USED FOR ALL MUDS I LLS 2. SET A DOUBLE 2X STUD BEHIND EVERY STHD14 HOLDOWN GALLED OUT ON THE FOUNDATION PLAN. SET HOLDOWN 1/2" MINIMUM AWAY FROM WALL CORNERS, WINDOW AND DOOR HEADERS. IT IS IMPORTANT THAT THE FOUNDATION CONTRACTOR HAS THE MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLOOWNS. NOTES: ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED OR CEDAR. PROVIDE CRAWL DRAIN o LOW POINT IN GRAWLSPAGE. SOLID BLOGKING UNDER ALL BEARING WALLS. SLOPE ALL GONG. STOOPS AND/OR PATIOS 1/4" PER FOOT AWAY FROM DOORWAYS. *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL LOCATIONS, SHEAR WALL NAILING SCHEDULE, a DETAILS. 15'-0 " • rMard-0311 HOLOOOWN SCHEDULE MARK HOLDOWN/ FASTENERS WOOD MEMBER ANCHOR STRAP THICKNESS/SPEC—I ES REOU I RED T- I STHD 14/14 RJ 24-1 Fed SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 NiST48 (54)-I Fed (2) 2X4/2X6 STUDS HF/SPF T-5 MSTAS6 (2F�)—IOd (2) 2X4/2X& STUDS HF/SPF 2 2X4 2X& STUDS T-4 MSTG48B5 (58)— Od HF/SPF T-5 HDU8)-SD52.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS SSTB28 (7/8") HF/SPF MIN. 24-7/8" X 2-I/2" EMBEDMENT T-6 HDU I I-SDS2.5 (50) SDS I /4" (S) 2X6 STUDS SB 1 X50 (I ") X 2-1/2" HF/SPF MIN. 24" EMBEDMENT 11'-0" 11'-0" F I I 8'-6" 5'-011 011 — — — — — — — — — — — — J 24X24XB GONG. PAD W/ (2) #4 E.W. SIMPSON ABU44 POST BASE L� J u X< 4" GONG. SLAB ON - 4" GRAVEL FILL ON N COMPACT EARTH SLOPE 1/4"/FT. #4 STUB STEEL la" O.G. MAX. 1� -1 I L 24X24X8 GONG. PAD W/ (2) #4 E.W. S I MPSON ABU44 POST BASE EA F—T-1 �j 24X24X8 GONG. PAD W/ (2) #4 E.W. O ABU44 POST BASE 6'-O" I. 4'-0" 14, go T`CJN=�A71OBI: FJ_AN SEE GENERAL NOTES Sr.ALE: 1/4" = 1'-0" A 128-/I \\I REGISTERED ARr-H I TEGT ( IMIGH EL YNE JOHNSONI STATE OF 1NASHINGTON V J U�T� O G� U O z �U, r U � r^ N 00 c� 0 O 0— Z A } , V1 Z Z 0 O V, Q nV W L Q date: I I-25-IQ permit: revisions: drawn by MWJ checked by: SHE—= E=—T Written dimensions on this drawing shall have scaled dimensions. Contactor shall verify all conditions, etc., pertaining to the work before The Owner must be notified of any variations dimensions and/or conditions shown on these such variation shall be resolved by the Owne proceeding with the work, or the Contractor full responsibility for the cost tO rectify same NOTES: ALL EXTERIOR WARM WALLS TO BE 2 X 6 STUDS a 16" O.G. TYPIGAL. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERWISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED WITH R-10 INSULATION PER WSEG FOR WINDOWS WITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN WINDOWS WHERE A 4" SPHERE MAY NOT PASS THROUGH OR WHERE FALL PROTECTION DEVICES ARE PROVIDED PER ASTM F 20ci0 SOLID BLOCKING UNDER ALL BEARING WALLS. TUB/SHOWER UNITS SHALL HAVE FIRE BLOCKING BETWEEN WALL STUDS AND WATERPROOF SURROUNDS TO +72" FROM DRAIN. GLAZING, INCLUDING WINDOWS WITHIN +72" OF DRAIN, SHALL BE SAFTEY GLASS. SHOWER FLOW IS LIMITED TO 1.75 GAL/MIN. EXHAUST FANS LARGER THAN 5OGFM MAY BE GONNEGTEO TO 4" SMOOTH WALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUGT IS 5" DIAMETER WITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANCES LEGEND: BEARING WALL - - - - - - BEARING ABOVE FLOOR LINE ABOVE PT. LD. POINT LOAD ABOVE ABV. wl MULTIPLE 2x STUDS 0 POINT LOAD O SMOKE DETECTOR IIOV INTERCONNECTED W/ BATTERY BACK-UP. PER I RG 514 HEATING NOTES: + INSTALL PER ASHRAE GOA-88 + 10" PLATFORM OF 2 LAYERS 3/4" PLYWOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SWITCHES +18" MINIMUM ABOVE SLAB. F I REPLACE NOTE: OCARBON MONOXIDE DETECTOR 'O' GLEARANGE FIREPLACE W/ PER I RG 315 D I REGT VENT *** SHEAR NOTE: SEE SHEET L I FOR SHEAR WALL NAILING SCHEDULE, $ DETAILS. FACTORY BUILT FIREPLACE SHALL BE INSTALLED PER MANUFACTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTACHED S/b" TYPE "X" GWB TO ROOF SHEATHING FIREPLACES B STOVES MUST BE D.O.E. APPROVED B BE TESTED, CERTIFIED B LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. GARAGE NOTES: 1. GARAGE/LIVING SEPARATION, USE 5/b" TYPE 'X' GWB AT CEILING/WALL. WRAP POSTS AND BEAMS. 2. INSULATE ALL WARM WALLS AND GEILING. 3. DOOR BETWEEN GARAGE AND RESIDENCE SHALL BE I-3/8" MINIMUM THIGIG SOLID WOOD OR STEEL WITH SOLID OR HONEYCOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED WITH A SELF GLOSING DEVIGE. 4. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE RESIDENCE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HOLOOOWN SCHEDULE MARK HOLDOWN/ FASTENERS 1\lO00 MEMBER ANCHOR STRAP TH GKNESS/SPEC ES REQU I RED T-1 STHD 14/14 RJ 24-16d SINKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-1601 (2) 2X4/2X6 STUDS HF/SPF T-S MSTAS6 (26)-IOd (2) 2X4/2X6 STUDS I IF/SPF 2 2X4 2X6 STUDS T-4 MSTG48BS (S8)- I Od HF/SPF T-S HDU85-SDS2.5 (20) SDS I/4" (2) 2X4/2X6 STUDS SSTB28 (-7/8") HF/SPF MIN. 24-7/a" X 2-1/2" EMBEDMENT T-6 HDU I I-SD52.5 (SO) SDS 1 /4" (5) 2X6 STUDS SB I XSO (I ") X 2-1/2" HF/SPF MIN. 24" EMBEDMENT L-OE-2S?-- r—L-O O R FL.AVIN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" A 128-/I \\I REG I5TERED ARCH I TEGT IMIGH EL YNE JOHNSONI STATE OF 1NASHINGTON v J w U0 � W U O�] H i� r U 'p U U r^ V J 00 00 N U :a U WN � � x 00 0 0 00 � fl— Z Z Z Ci a� 0 L Q date: II-25-IG permit: revisions: drawn by MWJ GI'1eGiGed �by: 5HE=E -F Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor shall accept full responsibility for the cost to rectify same. NOTES: ALL EXTERIOR HARM NALL5 TO BE 2 X 6 STUDS a 16" O.G. TYPICAL. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERNISE. 52'-2 " BB--7 5-1/2" X BB-1 4XIO DF#2 BB- 4X O �i G.L.B. DF*k2 24F-\/4 4 III �11 I� �I I -I FF- I IL I_ I I IJ I �I I I I I C I I I I I I I < o w Q Lu I= 3: <Q It N # I IX h Q ALL BUILT UP STUD/ Q COLUMNS _ N USE 16d NAILS a 12" O.G. o STAGGERED TO ATTACH X o o C MEMBERS. NAILING IS TO OCCUR AT THE FACE OF THE STUD C516 STRAP BOTH SIDES X 1Ll 4X I O OT'rF'IGAPL F#2 DF 2 DF#2 AT BEAM TO NALL/PO5T CONNECTIONS D F# 6 r� rIL I N I-1I N w� I Ir �I mm} Q l(1 L J I Q 1L X } 0 r 2X12 PT JOISTS (� _ �� I� L �NQ�O IIL — — — — J rt� IL _ _ _ _ _ _ JI n #2 LL IIL I I I I I I I I I I I I I I IIF �I- �� iUJO I-�4" I " IV00 �0� J � I I `soTIM E ST w Ir L 6 Q wl r W 0 0 0 ��-� �I �I �I - N� �� II�II III IOW cv IILL -- I w w w w 0 w l w w I I IIL \ JI JI JI �� J -A J �� W m m m IN X� L — — — �fi\\4�II QI QI QI QI QI �I III �QI Q Q Q X � �< \\ J• -� I 1 1 I I — — — — Q� NJ W IPNQ�v IL _ _ _ _ � J P Xw � I I I I II ��j 0� I I I I I II II II I � m m p I lr SIr�PSON N W I I I<m N mJ��W I� 5��D /12 �1II �t� �n�Q m0�w0 I H^NGER >0 F -- -- �IIII �U �01 j IL JI m� I __I_ II �I TIN I �`� rtAS II II �JLJL JL410L JL JL JL JL JL JL JL JL JL JL JL JL I (oQO01 Q�,o JI +� .�' I JLJL JL LJL J LEGEND: FUR -OUT HEADERS TO MATCH 2 X 6 ETAL FLASHING o RIM NALL5. BEARING HALL ALL EXTERIOR HEADERS MUST BE SIMPSON INSULATED KITH R-10 INSULATION PER NSEG BEARING ABOVE Z-MAX Z-MAX JOIST FOR WINDOWS KITH OPERABLE OPENINGS MORE FLOOR LINE ABOVE HANGER 51MPSON DTT2Z-5D52.5 THAN -I2" ABOVE THE FINISHED GRADE OR SURFACE TNO PLACES AT DECK. USE (2) 2X JOISTS AT DELON, THE LONEST PART OF THE CLEAR OPENING PT. LD.11 p`B`/ Z POINT LOAD ABOVE EACH LOCATION PER SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: SIMPSON SPECIFICATIONS. FULLY OPEN NINDONS WHERE A 4" SPHERE MAY NOT MULTIPLE 2x STUDS NAIL FLOOR SHEATHING AT PASS THROUGH OR NHERE FALL PROTECTION DEVICES a POINT LOAD 6" AT DOUBLE JOIST ARE PROVIDED PER ASTM F 2OgO KITH I/2" DIAMETER THREADED ROD 24" LONG O SMOKE DETECTOR 2X12 PT LEDGER N/ SOLID BLOCKING UNDER ALL BEARING IIOV INTERCONNECTED 1/2" (� X 6" LAG BOLTS NALL5. N/ BATTERY BACK-UP. HOT DIPPED GALVANIZED OR PER IRG 514 STAINLESS STEEL TUB/SHONER UNITS SHALL HAVE FIRE LAG BOLTS SHALL BE PLACED 2 INCHES BLOCKING BETNEEN NALL STUDS AND O CARBON MONOXIDE DETECTOR FROM THE BOTTOM OR TOP OF THE DECK NATERPROOF SURROUNDS TO +72" PER IRG 315 LEDGER AND BETWEEN 2-5" FROM THE FROM DRAIN. GLAZING, INCLUDING ENDS OF THE DECK LEDGER. THE LAG BOLTS NINDON5 WITHIN +72" OF DRAIN, SHALL BE STAGGERED FROM THE TOP SHALL BE SAFTEY GLASS. SHOVER TO THE HORIZONTAL FLON IS LIMITED TO 1.75 GAL/MIN. SHEAR NOTE: RUN OFBTHOE DECK LEDGER/ LAG BOLTS ARE TO BE AT EVERY JOIST BAY EXHAUST FANS LARGER THAN 50GFM MAY BE SEE SHEET LI FOR SHEAR WALL (I6" O.CJ CONNECTED TO 4" SMOOTH NALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. NAILING SCHEDULE, $ DETAILS. 11�l LOO DECK LEDGER DETAIL THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER KITH A MAXIMUM RUN OF 15' � I � � � � COMBUSTION AIR REQUIRED FOR ALL I �A I �A FUEL BURNING APPLIANCES SEE GENERAL NOTES ScrALE: 1/4" = 1'-0" REGISTERED ARCH I TEGT 1CH EL NE JOHNsO 51 ATE OF NA51-1NOTON NI C/) U00 00 U � O H � u U V J C/� pp x N U "" 00 � � x 00 0 0 00 V VI Ap "- 0 O rrnn V1 A V v 4� 0 L I date: 11-25-1cf permit: revisions: drawn by MWJ GheGlced �by: �H��T Written dimensions on this drawing s scaled dimensions. Contactor shall conditions, etc., pertaining to the we The Owner must be notified of any dimensions and/or conditions shown such variation shall be resolved by proceeding with the work, or the Gc full responsibility for the cost to re NOTES: ALL EXTERIOR WARM WALLS TO 2 X 6 STUDS a 16" O.G. TYPIGAL. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED OTHERNISE. FUR -OUT HEADERS TO MATCH 2 X 6 WALLS. ALL EXTERIOR HEADERS MUST BE INSULATED KITH R-10 INSULATION PER NSEG FOR NINOONS KITH OPERABLE OPENINGS MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFAGE BELON, THE LONEST PART OF THE CLEAR OPENING SHALL BE 24" MINIMUM ABOVE THE FLOOR. EXCEPTIONS: FULLY OPEN NINIDONS NHERE A 4" SPHERE MAY NOT PASS THROUGH OR NHERE FALL PROTEGTION DEVIGES ARE PROVIDED PER ASTM F 20ciO LEGEND: BEARING NALL BEARING ABOVE FLOOR LINE ABOVE PT. LO. POINT LOAD ABOVE ABV. t MULTIPLE 2x STUDS a POINT LOAD SMOKE DETEGTOR SOLID BLOCKING UNDER ALL BEARING O IIOV INTERCONNECTED NALLS. N/ BATTERY BAGK-UP. PER IRG 514 TUB/SHOVER UNITS SHALL HAVE FIRE BLOCKING BETNEEN NALL STUDS AND NATERPROOF SURROUNDS TO +-12" FROM DRAIN. c�LAZINc�,, INCLUDING NINDONS NITHIN +-12" OF DRAIN, SHALL BE SAFTEY GLASS. SHOVER FLON IS LIMITED TO 1.75 OAL/MIN. EXHAUST FANS LARGER THAN 5OGFM MAY BE GONNECTED TO 4" SMOOTH VALL VENT PIPE IF RUNS DO NOT EXCEED 20' IN LENGTH. THE MINIMUM SIZE OF FLEX DUCT IS 5" DIAMETER KITH A MAXIMUM RUN OF 15' COMBUSTION AIR REQUIRED FOR ALL FUEL BURNING APPLIANGES HEATING NOTES: + INSTALL PER ASHRAE qOA-88 + la" PLATFORM OF 2 LAYERS 5/4" PLYNOOD (I LAYER IF PLATFORM IS ON SLAB) + SEE HEATING NOTES OPTIONAL NOTES: RAISE ALL PILOTS, BURNERS AND SNITGHES +18" MINIMUM ABOVE SLAB. F I REPLACE NOTE: OGARBON MONOXIDE DETEGTOR O' GLEARANGE FIREPLAGE N/ PER IRG 515 DIREGT VENT * * * SHEAR NOTE: SEE SHEET L I FOR SHEAR NALL NAILING SCHEDULE, -$ DETAILS. FAGTORY BUILT FIREPLAGE SHALL BE INSTALLED PER MANUFAGTURER'S SPEGIFIGATIONS AND SHALL HAVE APPROVAL LABEL ATTAGHED 5/8" TYPE "X" GNB TO ROOF SHEATHING F I REPLACES a STOVES MUST BE D.O.E. APPROVED a BE TESTED, CERTIFIED ff LABELED AS SUITABLE FOR USE DURING A FIRST STAGE BURN BAN. GARAGE NOTES: 1. GARAGE/LIVING SEPARATION, USE 5/0" TYPE 'X' &NB AT GE I L I NCB/NALL. NRAP POSTS AND BEAMS. 2. INSULATE ALL NARM NALLS AND GEILING. 5. DOOR BETNEEN c�ARAc�E AND RESIDENGE SHALL BE 1-5/0" MINIMUM THIGK SOLID HOOD OR STEEL KITH SOLID OR HONEYGOMB GORE OR 20 MINUTE FIRE RATED EQUIPPED KITH A SELF GLOSING DEVIGE. 4. DUGTS IN GARAGE AND DUGTS PENETRATING THE NALLS OR GE I L I NOS SEPERATI NG THE RESIDENGE FROM THE GARAGE SHALL BE NO. 26 GAGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE HOLDDONN SGHEDULE MARK HOLIDOWN/ FASTENERS WOOD MEMBER ANGHOR STRAP TH I C_KNESS/SPEC_I ES REOU I RED T-1 STHD 14/14 RJ 24- 16d S 1 NKERS (2) 2X4/2X6 STUDS HF/SPF T-2 MST48 (54)-I6d (2) 2X4/2X6 STUDS HF/SPF T -5 MSTA56 (26)-IOd (2) 2X4/2X6 STUDS i-fF/5PF 2 2X4 2X6 STUDS T-4 MSTG48B5 (58)-1 Od HF/5PF T-5 HDUB-SD52.5 (20) SDS 1/4" (2) 2X4/2X6 STUDS 5STB28 (7/8") HF/SPF MIN. 24-7/8" X 2-I/2" EMBEDMENT T-6 HDUI 1-5D52.5 (50) SDS 1/4" (S) 2X6 STUDS SBIX50 (I ") X 2-1/2" HF/SPF MIN. 24" EMBEDMENT 1�A%1N FLOOR FLAN 125-71 REG 1 STERED ARGFi TEGT IMICH L N. JOHNSONI STATE OF 1NASHINGTON V J w U M � W U O H � �U U� 00 N 00 U cry 00 M 0C A }JU , V Z Z 0 in a� 0 L Q date: II-ZS-I�i permit: revisions: drawn checked by MNJ �by: S i---i E= E= T SEE GENERAL NOTES SCALE: 1/4" = P-O" Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the Contractor Shall accept full responsibility for the cost to rectify same. x N TES J 6X6 POST N TO RIDGE BEAM SIMPSON CC66 GAP 2X12 RAFTERS ® 24" O.G. — 5-1/2" x 12" G.L.B. 24F-V4 DS RB-5 5-1/2" X 12" G.L.B. 24F-V4 4X12 DF#2 1-7'-0" LONG A T ROOF FRAMING NOTES GUT RAFTER TAILS TO MATCH 2x4 TRUSSES CONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER ROOF PITCH SHALL BE 6: 12 TYPICAL UNLESS NOTED OTHERWISE A ROOF OVERHANG SHALL BE ci" U.N.O. _8 2x6 OVERFRAMING BEARING BELOW 0 DS DOWNSPOUT TRUSS NOTE ALL TRUSSES SHALL HAVE: 1. STRESS ANALYSIS AND DRAW I NGS / DETAILS STAMPED BY A STATE REG 1 STERED ENG 1 NEER. 2. MANUFACTURER'S STAMP ON PRE - MANUFACTURED TRUSSES. 5. BRACED TO MANUFACTURER'S SPEC I F I GAT I ONS. 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEFT. FOR APPROVAL AND SHALL BE KEPT ON SITE FOR FRAMING INSPECTION. 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING CALCULATIONS. 6. ALL TRUSSES SHALL HAVE SIMPSON H-1 CLIPS AT ENDS. WHERE TRUSSES ARE PARALLEL TO WALL, USE SIMPSON 1-30 AT MIDSFAN. USE SIMPSON STC CLIPS AT NON -BEARING WALLS ROOF VENTING CALCULATION -PER 2015 IRG R806.2 5586 SOFT AREA = 1 1 .c15 SOFT REOU I RED 500 (I I .cf 5) X (50%) = 5.cf 1 SOFT MIN. REOU I RED AT EAVES TYP I GAL TRUSS BLOCK HAS (4) 2 QV SGREENED HOLES PROVIDING 6 .28 SO. IN. (.044 SOFT) PER BLOCK. APPROXIMATELY 80 VENTED BLOCKS = 5.52 SOFT PROVIDED AF50 ROOF JAGK VENTS= .54 SOFT EACH VENT PROVIDE 8 AF50 VENTS = 2.72 SOFT PROVIDED (I I .G5) X (50%) = 5.G-7 SOFT MIN. REOU I RED N I TH I N 5' OF THE RIDGE AF50 ROOF JACK VENTS= .54 SOFT EACH VENT PROVIDE 22 AF50 VENTS = -7.48 SOFT PROVIDED TOTAL VENT AREA PROVIDED = 15.72 SO FT PER 2015 I RG; TABLE Rq05.1.1(2) FOR ROOF SLOPES 5:12, UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOW 1 NG MANNER: APPLY A I q I NGH STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES. STARTING AT THE SAVE, APPLY 56 INCH N1DE SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS I q INCHES. DISTORTIONS IN THE UNDERLAI'MENT SHALL NOT INTERFERE N I TH THE ABILITY OF THE SHINGLES TO SEAL 4X I O DF#2 rnS 4X10 DF#2 PRE. MFG. TRUSSES 24" O.G. HIP JACKS ® 24" O.G. SEE GENERAL NOTES SG?.LE: 1/4" = 1'-0" i 125-7I REGISTERED ARr—HITEGT F II IMICH EL YNE JOHN5014 STATE ONASHINGTON II V J W U 4 M 0 00 F--� V L Q Z o u O ~ �U H N 00 00 r O O 00 V. Ap 7-7 O 0 (n V■ V W W v fill L Q date: 11-25-Iq permit: revisions: drawn by: MNJ checked by: Written dimensions on this drawing Shall have precedence over Scaled dimensions. Contactor Shall verify all dimen5ion5, conditions, etc., pertaining to the work before proceeding. The Owner must be notifled Of any varlatlon5 from the dlmon5lon5 and/or condltlon5 shown on these drawing5. Any Such variation Shall be ro5olvod by the Owner prior to proceeding with the work, or the Contractor Shall accept full re5pon5lbility for the cost to rectify Same. 2015 GNASH I N.GTON STATE EN.Efi`�� GOL�)E *GL I MATE ZONE: 5 AND MARINE: 4* FENESTRATION SKYL16HT GLAZED FENESTRATION GEILIN6 WOOD FRAMED FLOOR BELOW GRADE SLAB R-VALUE U-FAGTOR U-FAGTOR SH6G R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE AND DEPTH 0.28 0.50 NR R-4ci (R-38 VAULTED) R-2I R-38 10/15 R-2I +TB R-10, 2 FEET H X A TABLE 406.2 ENERGY CREDITS HOUSES BETWEEN 1500 SOFT AND 5000 SOFT REQUIRE 5.5 CREDITS OPTION (1A)I EFFICIENT BUILDING ENVELOPE VERTICAL FENESTRATION U=.28 FLOOR R-38 8 HIGH EFFICIENCY HVAG EQUIPMENT GAS FIRED FURNACE WITH A MINIMUM AFUE OF G4% 6 EFFICIENT HATER HEATING ALL SHONERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL BE RATED AT 1.75 GPM OR LESS. ALL OTHER LAVATORY FAUCETS MUST BE RATED AT 1.0 GPM OR LESS 5G EFFICIENT HATER HEATING WATER HEATING TO BE GAS FIRED WITH A MINIMUM EF OF OAI SECT 1 ON SEE GENERAL NOTES PRE. MFG. TRUSSES SCALE: 1/4" = 1'-0" 2X6 STUDS co 16" O.G. WITH 5/4" PLYWOOD SUBFLOOR ON INSULATIO TJI OR STIGK FRMG. FLOOR SYSTEM N/ INSULATION: AIR � L _T A _ ®N 2X8 SILL PL. 5/8"A0-1 A.B.B ® � 5 INSTALL FLOOR SYSTEM BEFORE BAGKFILL I N . 18" O.G. KITH 5"X5"XI/4" MASHERS TOP FLANGE JOIST HANGERS GREDIT�S) E3U I LD I NG AIR LEAKAGE TEST 15 REOU I RED PER Z NSEC R402.4.1.2 FIN. FLR. MAIN .5 = o:: 0 (AAAAA DUCT LEAKAGE TESTING PER 2015 NSEC R405.50 AND R4050.4 ;; DUCT INSULATION PER 2015 NSEC R405.5.1 8o d o (2) #4 ® TOP OF WALL A PERNAMENT CERTI F I GATE 15 REOU I RED TO E3E POSTED 1.0 N I TH I N 5' OF THE ELECTR I GAL PANEL TO CONTA I N THE 2X6 STUDS a 16" O.G. HOMES R-\/ALUES, U-\/ALUES, RESULTS FROM DUCT SYSTEM 20 NITH INSULATION AIR LEAKAGE, RESULTS FROM E31J1 LD 1 NG EN\/ELOPE AIR 0 o I/2" MIN. CLEAR LEAKAGE TESTING (E3LONER DOOR TEST) AND TYPES AND ° EFFICIENCIES OF HEATING, COOLING, AND SER\/ I CE NATER #4 VERTIGAL REBAR HEATING EOU I PMENT PER NSEC R401.5 101, O.G. 0.5 #4 HORIZONTAL REBAR HEADERS ARE REOU I RED TO BE INSULATED NITH A MINIMUM a o ®10° o.G. OF R-1 O INSULATION. ° 8" THIGK go o BASEMENT CORNERS OF EXTERIOR STUD NALLS ARE REOU I RED TO E3E FULLY I NSULATED. 1 1/2" GLEAR 1.5 THE EXTERIOR THERMAL EN\/ELOPE 15 REOU I RED TO CONTAIN 24" DOWEL OVERLAP - o #4 AT 10" O.G. WITH A CONTINUOUS AIR E3ARRI ER PER TAE3LE R402.4.1.1 &P HOOK ® FOOTING NATE TOTAL 5.5 GRED I T5 &HT I DAIS aJ I 7T5 SECTION 404 - ELECTRICAL POWER 4 LIGHTING SYSTEMS 404.1 Interior Lighting: A minimum of 75 percent of all luminaries shall be high efficacy luminaires. X N AT ON M 1507.5 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY OPERATING VENTILATION SYSTEMS SHALL BE THE COMBINATION OF IT5 DELIVERED CAPACITY FROM TABLE M1507.5.5 (1), AND IT5 VENTILATION EFFECTIVENESS AND DAILY FRACTIONAL OPERATION TIME FROM TABLE M1507.5.5(2) FILTER FABR I" MASHED DRAIN ROCK 4" RIGID PERFORATE DRAIN TILE N/ CLOTH GOVER POSITIVE DRAIN TO DAYLIGHT 5 - #4 GONTINUOUS f'c = 2500 PSI fy = 40,000 PSI D- �-8 INSTALL 4" SLAB PRIOR TO BAGKFILL - SEE FOUNATION g0 PLAN FOR NOTES 0� ° ° ° d 77777 1 1 ^IXT I fi� I Ofi� E3ASEl -IEN7 Y `l/ -_J575. f='F_FU=E I r:; I cf.,ULAR (INSIDE) SCALE: 1/2" = 1'-0" FLOOR P.L. =L.R. MAIN R FLOOR P =LR. LOWER BUT TIGHTLINE DRAIN TO EM -ION TIGHTLINE DRAIN TO STORM SYSTEM 2X6 STUDS 16" O.G. WITH 5/4" PLYWOOD SUBFLOOR ON INSULATIO TJI OR STIGK FRMG. FLOOR SYSTEM N/ INSULATION: 2X5 SILL PL. N/ INSTALL FLOOR SYSTEM BEFORE BAGKFILL 5/b"(P A507 A.B. a 18" O.G. KITH TOP FLANGE 5"X5"XI/4" MASHERS JOIST HANGERS Z FIN. FLR. MAIN fm_ "o SOLID BLOGKING 52" O.G. FOR FIRST THREE JOIST BAYS o (2) #4 (9 TOP OF HALL g0 NTH INSULATIONO.G. LATION 0 0 ° 1/2" MIN. GLEAR g0 #4 VERTIGAL REBAR 10" O.G. X #4 HORIZONTAL REBAR < ® 10" O.G. n Q o 0 ocJ O t 8" THIGK go - o BASEMENT I I/2" GLEAR 0 g0 411 24" DOWEL OVERLAP - n- o #4 AT 10" O.G. NITH W HOOK co FOOTING NATE Cp MEMBR �GGGtttt00 INSTALL 4" SLAB PRIOR FILTER FABR Sp TO BAGKFILL - SEE FOUNATI ON PLAN FOR NOTES I " MASHED20 DRAIN ROGK PERFORATE DRAIIN TTIILE W/ GLOTi 1 X 1 _o a o ° GOVER POSITIVE DRAIN TO DAYLIGHT 5 - #4 GONTINUOUS f'c = 2500 PSI m fy = 40,000 PSI EEXTEEfi;;', 1 OfiR, E3ASEE1*1'EE1 7 n-2 ^/ JSTS. FARALLEL (INSIDE) SCALE: 1/2" = 1'-0" 571 REG 1 STEREO ARCH I TEGT IMIO EL YNE JOHNSONI STATE OF 114ASHIN(FTON VJ W U M, M. U O ~ z U N 00 U � z� w cry � x 00 0 0 00 z } j) O O V1 j) fill a_ date: II-25-Iq permit: revisions: drawn by MNJ GheGked by: �-i E-= E= -F SHEE1091%f p1l. AL.L. eGHa=UL.F. PER 2015 I SG GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DE516NATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, 4 NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. PI = ONE 51DE PLYWOOD P2 = TWO SIDES PLYWOOD NAIL 5PAGING SILL OPTIONAL 5A5E HEM FIR #2 MARK 7/I6" TOP ff BTM. A35 BLKG. PLATE SIMPSON MA5AP PLATE VALUE EDGES FIELD PLYWD. PLATE5 ANGHOR5 REG2'D. ANCHOR BOLTS ANGHOR5 NAILING (#/LF) PI -6" ad 6" 12" 6" lb" O.G. 2x4 5/5" (9 48" m 45" 4 ENDS (2) I bd (9 10" 240 PI-4" ad 4" 12" 4" 16" O.G. 2x4 5/5" @ 32" @ 30" $ EN05 (2) Ibd @ 7" 34a PI-3" 8d 3" 12" 3" 14" O.G. 3x4 5/8" @ 24" ® 24" $ ENDS (2) Ibd @ 5" 450 PI-2" "" 8d 2" 12" 2" 12" O.G. 3x4 3/4" @ 24" ® IS" 8 ENDS (2) Ibd @ 5" 555 P2-6" ad 6" 12" 6" 10" O.G. 3x4 5/8" (P 24" WA (2) Ibd m 5" 480 P2-4" 8d 4" 12" 4" 8" O.G. 3x4 5/4" m 20" N/A (3) Ibd @ 5 " 700 P2-3" * 8d 3" 12" 3" 8" O.G. 3x4 3/4" @ 16" N/A (4) 16d @ 5" GOO P2-2" ad 2" 12" 2" 8" O.G. 3x4 3/4" @ 12" WA (4) I6d @ 4" 1170 "NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS 4 PLATES) ABUTTING PANELS NOT LE55 THAN 3X MEMBERS PER IBG 2015, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. I. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAM5ET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR NALL NOTES 7/16" OSB OR PLYWOOD SHEATHING - USE ad COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL @ 12" O.G. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPAGIN6 IS SPECIFIED AT PANEL ED6E5, USE 1-1/2" ad SHORT NAILS OR 3X STUDS WITH ad COMMON NAILS. FOR 2" NAIL 5PAGING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE ad COMMON NAILS @ 10" O.G. AT INTERMEDIATE SUPPORTS, 6" O.G. AT ALL PANEL ED6E5 AND 4" O.G. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE GROSS BLOCKED AT 45" O.G. @ E06ES W/ (4) IOd NAILS FOR THE FIRST BAY. 3" x 3" x 1/4" SQUARE WASHERS AT ALL ANCHOR BOLTS. 7/16" 056 OR PLYWOOD SHEATHING - STAPLE SGHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" I6 GA. STAPLES a 15 6A. STAPLES @ 14 GA. STAPLES a 3" O.G. - 280 #/ft. 4" O.G. - 280#/ft. 4" O.G. - 303#/ft. 2" O.G. - 360#/ ft. 2-1/2" O.G. - 430#/ft. 3" O.G. - 3q0#/ft. 4" O.G. AND IOd NAILS 2" O.G. - 504#/ft. 6" O.G. - 620#/ft. FIELD 5PAGIN6: 12" O.G. NAILS $ STAPLES. HOLDOWNS - INSTALL 51MP50N HOLDOWN5 OR USP HOLDOWN5 AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. PER PLAN, S I MPSON STHP 14 OR USP STAD 14 SIMPSON MST36 OR USP MST136 SIMP50N M5T48 OR U5P KST248 SIMPSON HD7B OR U5P TOXIO (7/8" ANGHOR BOLT MIN. SIMPSON MSTG48B3 OR USP MSTGB48B3 24" EMBEDMENT, 3" BOLT INTO (3) 2X4((o)) 8' PLYWOOD FLOOR HALF c DBL TOP PLA' HALF ON BOT- PLATE RIP OF SHEAF TYING 2ND FL BOTTOM PLA- 2ND FLOOR P AND TO 15T F TOP PLATE IST FLOOR Vq) TYINC-,- IST FL( TOP PLATE T FLOOR BOTT( PLATE RIP OF SHEA-I TYING IST FLC BOTTOM WALI PLATE TO I ST FLOOR RIM A MUD SILL ON FOUNDATION 2ND FLOOR DOUBLE TOP PLATE NOTE: IF WALLS SHEATHED FE:R DETAIL THAN NO AE35/L FT4 ARE RE=OU I RED 2ND FLOOR BOTTOM PLATE DOR RIM 15T FLOOR DBL TOP PLATE 15T FLOOR BOTTOM PLATE �)R RIM MUDS 1 LL PER PLAN 2x TOP PLATE HEADER EXTEND TO END WALLS NAIL SHEATHING TO HEADER ® 3" O.G. B.W. (2) 2x STUDS I I I I CONNECT PLYWOOD W/ 8d NAILS ® 3" O.G. TO ALL STUDS, PLATES 8 HEADERS APA RATED SHTG. n In %" MIN. 24/0 EXP. I I I I I 5THD14 WOOD TO GONGRETE CONNECTORS OR I II E QUAL (3) #4 VERTICALS III 2 - 2. PLATE NAIL SHEATHING #4 HORIZ. ® TO EACH PLATE 12o.c. " 111L 3/4" 0 X 10" A.B. W/ 3"X3"XI/4" PLATE WASHER O PLYWOOD ROOF SCONC. TEM SHEATHING WALL — — 2X4 BLOCKING TRUSSES PER 8d NAIL ® S" o.c. TO PLAN F/ r 2X4 BLOCKING I TO TRUSS 6" o.c. I I I GONT. FOOTING ELE\/ATION VIEW OUTSIDE: OF GARAGE GARAGE DOOR 77//], 2" INSIDE OF GARAGE PLAN VIEW OF CONCRETE STEM WALL I LA7F-RAL RF-57 A I NT F',4NEL L- I SEE GENERAL NOTES NO SCALE 2 L-I 2X6 \/-BRACE ® 8'-O" o.c. (2) 2X TOP PLATE 2X STUD/ SHEAR WALL PER SCHEDULE SHE ARZ WALL_ i=E=f;;-'i=. TO Ti;ZUSS NO SCALE TRUSSES OR RAFTERS PER PLAN ROOF SHTG - NAIL PER SHEAR WALL SGHEDULE 8d ® 6" O.G. 2X BLKG. W/ 16d — a 8" O.G. ff VENT HOLES (RIP BLK'G.) OVERHANG 1$ LJ FA5G I A SHEATHING PER SHEAR SGHEDULE 2X STUD WALL 16" O.G. HI ANCHOR 24" O.G. TYF. SHEAf;P,WALL TO ROOF GONNEGTION NO e<,A.LE REGISTERED ARCH I Tr IMIGH EL YNE JOHNSONI STATE OF WASHINGTON VJ r^ V J �T� U M 00 O 00 G1 U A z O ~ �� u U U •00 z00 � � x H M 0 O 00 V Z V. Ap Z Z ::) 0 O V. V W N 0 L 0- date: 11-25-Iq permit: revisions: drawn by: MWJ che��ed by I SHEATHING C:ONNEC:TIONS Written dimensions on this drawing shall have precedence over scaled dimensions. Contactor shall verify all dimensions, conditions, etc., pertaining to the work before proceeding. The Owner must be notified of any variations from the dimensions and/or conditions shown on these drawings. Any such variation shall be resolved by the Owner prior to proceeding with the work, or the contractor shall accept full responsibility for the cost to rectify same. 24" CARDBOARD BAFFLE ALLOW FOR I" AIR SPACE MIN. EXTEND 12" ABOVE INSULATION. —\ SOLID SHEATHING OR GDX PLYWD. WHERE EXPOSED TO WEATHER e� �E IX FASCIA BD. W/ METAL GUTTER 2X BIRD BLK'6. W/ ' 2" SCREENED VENT HOLES WITH 1/4" GORRPSION RESISTANT METAL MESH GOVERIN6 ROOFING MATERIAL FINISH PER ELEVATION ON 7/I6" OB5 SOLID COX 24-0 PLYWOOD SHEATHING; Sd @ 6"O.G. EDGE 8d (P 12" O.G. FIELD (7/16" 05B AGX PLYWD (9 EVES) MIN. 15# UNDERLAYMENT NAIL 6" EDGE, 12" FIELD WITH 8d NAILS, U.N.O. z_ N APPROVED TRUSSES BEARING MANUFAGTURER'S SEAL. SEE ROOF FRAMING PLAN FOR SPAG I N6 VINE AREA FIRE BLOCK ALL VERTICAL OPENINGS IN WALLS AT PLATES AND FLOORS 2x P.T. SILL ENGINEERED TRUSSES OR JOISTS X SPAG I N6 PER PLAN Q77 FIN. FLR. — — O TOP PL. (2) 2x TOP PLATE, LAP GOk OFFSET END JOINTS BY 48" OSB. OR PLYWD. SHEATHING. NAIL 6" EDGE, 12" FIELD WITH Sd NAILS UNLESS NOTED OTHERWISE 2x STUDS @ I6" O.G. TYP. SIDING, SEE PL FIN. GRADE TO SLOPE AWAY FROM BUILDING #4 REBAR W "J" BAR i2" GYPSUM WALLBOARD, TYP. W/ PVA VAPOR BARRIER 0 WALLS AND GEILIN65 5/8"X 10 ANCHOR BOLT W/ 3 "X3 "X I/4 " PLATE WASHERS a 48 o.c. NO LESS THAN 02" 4 NO MORE THAN 12" FROM EA. END SILL GORNER, JOINT, END, OPENING ETC. 7" MIN. EMBEDMENT INTO GONG. EXCEPT SHEAR WALLS - SEE SHEAR WALL NAILING SCHEDULE. #4 REBAR (P 16" O.G. HORIZONTAL #4 REBAR ® 48" O.G. VERTICAL 3" MIN. GLR. TYP. ALL FOOTINGS TO BEAR ON BEARING SOIL 2 STIR . r-OUN:l AT 1 Oil I:)r=TA 1 L 6 SCALE: N.T.S. PER IRG R403.1.3 4 R403.1.3.1 L I V I NO AREA FIRE BLOCK ALL VERTICAL OPENIN65 IN WALLS AT PLATES AND FLOORS HANDRAIL: GRIP 1%4" - 2" 4) PROJECTION FROM WALL NO LESS THAN I%2" OPEN RAIL: OPEN SPACE BETWEEN PICKETS SHALL BE LESS THAN 4" CLEAR - / 2X4 STOP 2-2X HEADER FLOOR JOIST FIREBLOGK STAIRS: ONCE IN TOP � BOTTOM OF RUN BETWEEN STRINGERS 4 ALONG RUN BETWEEN STUDS USABLE SPACE UNDER STAIRS TO BE I HR FIRE CONSTRUCTION 5/8" TYPE 'X' G.W.B. (TWO LAYERS AT STAIR GEILIN6) m r 0 57A I R DETAIL - 7N'F I GAL. C� SCALE: N.T.S. NOS I N6 HANGER C) 3-2x l2 STRINGERS Q LU 2X4 BLOCKING z (FIRE5TOP) I — FIREBLOGKS �9 STAIR NOTES: RISER HE 16HT =-7-3/4" MAX TREAD DEPTH = 10'' MIN. NASH AND ASSOCIATES GENERAL NOTES: I. All construction per applicable codes and ordinances. 2015 IRG, IBG.-2015 WASHIN6TON STATE ENERGY CODE 2. Verify all dimensions on job site. Bring discrepancies to the attention of Owner and/or Designer. 3. Owner will verify window sizes and manufacturer(s) with framer before start of construction. 4. One window per bedroom shall meet egress code. 5. Skylight glazing per 2015 WSEG 6. Truss manufacturer shall supply shop drawings to Owner and framer to review and approve before fabrication. -f. Owner will verify electrical and heat layouts with installer before installation. 8. Under all parallel bearing Walls, use double joists or as noted on plan. Double joist (or extra TJI) under all non - bearing parallel Walls. a. TJI products to be installed per manufacturer's installation guide and approved reports. IO.All metal connections to treated wood shall be at a minimum; tripple zinc ZMAX (6185 per ASTM A653); Hot Dip 6alvanze (ASTM A123 for connectors and ASTM153 for fasteners and anchors. 11. Al I bathroom fans, kitchen hood, and dryer ducts shal I be exhausted through the attic to the roof or through the floor system to on outside wall. All wall ducts shall terminate at least 36" from a window opening. GL I MAT I G AND GEOGRAPH I G DESIGN CRITERIA: TERMITE: SLIGHT TO MODERATE DECAY: SLIGHT TO MODERATE WINTER DESIGN TEMP: 170 IGESHIELD REQUIRED: NO FLOOD HAZARDS: 2003 Igc12 FIRM AIR FREEZING INDEX: 250 MEAN ANNUAL TEMP: 50 DESIGN DATA: ROOF LOADS: LL 25#/SF (SNOW) DL 15#/SF TOTAL 40#/SF FLOOR LOADS: LL 40#/SF DL 10#/SF TOTAL 50#/SF DECK LOADS: LL 60#/SF DL 10#/SF TOTAL 70#/SF SOIL 1500 PSF MINIMUM CONCRETE: 2500 PSI AFTER 28 DAYS (5%2 SAGK MIX) -3000 PSI FOR EXTERIOR FOUNDATION WALLS, PORCHES, STEPS, AND OR GARAGE SLABS- AIR ENTRAINMENT IS BETWEEN 5-7% (TABLE 402.2 IRG) MASONRY PER 2015 1 BG ,ARA&E STEEL PER 2015 IBG (GRADE 60) WOOD PER 2015 IBG NAILING PER 2015 IRG NAILING PER TABLE R602.3(1), Rb02.10 WIND: 85 MPH/110 MPH SEISMIG: SEE GALGULATION PACKET GONG 6RANI WEATHERING POTENTIAL: MODERATE FROST LINE: 18" E.F.P.: 45 PSF 4" BEAM: DOU6LA5 FIR #2 (b" BEAM: fv = 85 fb = 875 PSI E = 1,600,000 4" POST: DOU6LAS FIR #2 6" POST: fv = 85 fb = 875 PSI E = 1,300,000 JOISTS $ RAFTERS HEM FIR #2 8 STUDS: fv = 75 fb = 850 PSI E = 1,300,000 6LU-LAM BEAMS: fv = 165 psi fb = 2,400 psi (reduced by size - factor, GF*KI) E = I ,SOO,000 psi NOTE: VARIATIONS FROM THE ABOVE LUMBER GRADES WILL BE NOTED ON THE PLANS. I. SUBFLOOR: T4 6 PLYWOOD OR OSB APA RATED STURD-I-FLOOR 16" O.G., 3/4" WALL $ ROOF SHEATHING: APA RATED SHEATN6 24/16 7/16" FOOTING FOR : 8" WALL - 18"x 6" FOOTING 18" BELOW GRADE #4 STUB STEEL - 48" o.c. VERT. UNLESS NOTED OTHERWISE 120- 1 \ REGISTERED \I ARCHITECT M1E JOHNSONMIGHL NSTAE OF9TONkItAG U� V 00 J LO Cn U 0 C° O � � o U� H N U z00 z r. n 0 0 VI �n H y dote: 04-01-17 permit: revisions: drawn by: RO checked by: SHEET I SLAB